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	<title type="html"><![CDATA[Cervenka Consulting Forums — FE model of interaction]]></title>
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	<updated>2013-02-25T09:42:56Z</updated>
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	<id>https://forums.cervenka.cz/viewtopic.php?id=1612</id>
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			<title type="html"><![CDATA[Re: FE model of interaction]]></title>
			<link rel="alternate" href="https://forums.cervenka.cz/viewtopic.php?pid=2805#p2805" />
			<content type="html"><![CDATA[<p>This depends on the way you choose to model the FRP strengthening. Please read section &quot;2.1.8 How to model carbon or glass fibre wrap (CFRP, GFRP) strengthening in ATENA?&quot; of the ATENA Troubleshooting Manual.</p>]]></content>
			<author>
				<name><![CDATA[dpryl]]></name>
				<uri>https://forums.cervenka.cz/profile.php?id=4</uri>
			</author>
			<updated>2013-02-25T09:42:56Z</updated>
			<id>https://forums.cervenka.cz/viewtopic.php?pid=2805#p2805</id>
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		<entry>
			<title type="html"><![CDATA[FE model of interaction]]></title>
			<link rel="alternate" href="https://forums.cervenka.cz/viewtopic.php?pid=2802#p2802" />
			<content type="html"><![CDATA[<p>Sir,<br />How does the FE model caters the interaction between the FRP sheet and concrete after debonding specifically?</p>]]></content>
			<author>
				<name><![CDATA[ramkrishna]]></name>
				<uri>https://forums.cervenka.cz/profile.php?id=366</uri>
			</author>
			<updated>2013-02-24T08:26:45Z</updated>
			<id>https://forums.cervenka.cz/viewtopic.php?pid=2802#p2802</id>
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